DocumentCode :
2807911
Title :
The study of parameters in the construction technology of Lime-treated expansive soils
Author :
Han, Chunhua
Author_Institution :
Fac. of Transp. Eng., Kunming Univ. of Sci. & Technol., Kunming, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
3712
Lastpage :
3715
Abstract :
Expansive soil is high plastic clay that has properties of dilatability, much fissure and over consolidation, which mainly consists of montmorillonite that is a strongly hydrophilic clay miner and illite. As Chinese territory is vast and wide, there are a lot of expansive soils, especially in the south-eastern coastal areas. And the regional feature virtually constrained the development of our traffic infrastructure construction seriously. Based on subgrade field testing, this paper carry out a deep study on soil moisture content, particle fineness and containing ash rate which are the main control parameters of Lime-treated expansive soil. Results of this study have sound theoretic and practical significance to improve our construction technology of Lime treated expansive soil.
Keywords :
ash; clay; geotechnical engineering; materials testing; moisture; soil; Chinese territory; ash rate; construction technology; dilatability; illite; lime-treated expansive soil; montmorillonite; particle fineness; plastic clay; soil moisture content; subgrade field testing; traffic infrastructure construction; Publishing; Radio frequency; Rail transportation; Railway engineering; Soil; Testing; Lime-treated expansive soil; construction technology; expansive soil; lime content ratio; moisture content;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5987802
Filename :
5987802
Link To Document :
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